RESPONSE OF GRANULAR SOIL ALONG CONSTANT STRESS INCREMENT RATIO PATH

[1] BALDI G, 1984, ASCE, V110, P403

[2] INCREMENTAL STRAIN RATE RATIOS AND STRENGTH OF SAND IN TRIAXIAL TEST [J]. GEOTECHNIQUE, 1966, 16 (04): : 338 - &

[3] BURLAND JB, 1965, GEOTECHNIQUE, V15, P216

[4] CULLINGFORD G, 1969, CONSULT ENG, V1, P22

[5] DAFALIAS YF, 1981, JAN INT S SOILS CYCL, P335

[6] A HIERARCHICAL APPROACH FOR CONSTITUTIVE MODELING OF GEOLOGIC MATERIALS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1986, 10 (03) : 225 - 257

[7] El-Shoby M.A., 1969, J SOIL MECH FDN DIV, V95, P1393, DOI [10.1061/JSFEAQ.0001349, DOI 10.1061/JSFEAQ.0001349]

[8] ELSOHBY MA, 1969, 7TH P ICSMFE, P112

[9] ELSOHBY MA, 1964, THESIS MANCHESTER U

[10] HARDIN BO, 1978, SPECIALTY C EARTHQUA, P3

[1] BALDI G, 1984, ASCE, V110, P403

[2] INCREMENTAL STRAIN RATE RATIOS AND STRENGTH OF SAND IN TRIAXIAL TEST [J]. GEOTECHNIQUE, 1966, 16 (04): : 338 - &

[3] BURLAND JB, 1965, GEOTECHNIQUE, V15, P216

[4] CULLINGFORD G, 1969, CONSULT ENG, V1, P22

[5] DAFALIAS YF, 1981, JAN INT S SOILS CYCL, P335

[6] A HIERARCHICAL APPROACH FOR CONSTITUTIVE MODELING OF GEOLOGIC MATERIALS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1986, 10 (03) : 225 - 257

[7] El-Shoby M.A., 1969, J SOIL MECH FDN DIV, V95, P1393, DOI [10.1061/JSFEAQ.0001349, DOI 10.1061/JSFEAQ.0001349]

[8] ELSOHBY MA, 1969, 7TH P ICSMFE, P112

[9] ELSOHBY MA, 1964, THESIS MANCHESTER U

[10] HARDIN BO, 1978, SPECIALTY C EARTHQUA, P3